Pinned Column Base Design

Design standard: AS4100 - ASI Connection Design Guide 7 (2011), Design Checks 1 - 11; AS 4100:2020 (bolts 9.3.2, welds 9.6.3.10); AS 3600:2018 12.6 bearing

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Design Parameters

Load cases (axial + compression / - tension)

NameAxial (kN) V*y along di (kN)V*x across bi (kN)

Ultimate limit state design actions: N*, V*y parallel to the web (along the plate length) and V*x across the plate width (DG7 Fig. 17).

Root radius for the column perimeter / area and the web weld length; not in the catalogue.

The moment acts about the column major axis (depth along the plate length hp). Existing NZ/Australian section database.

No welds across the flange toes or round the root radii (DG7 4.2): V*y is taken by the web welds, V*x by the flange welds.

AS/NZS 3678 / 3679.1 / 3679.2.

Elevation

Plan

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